| PREFACE | 第1-18页 |
| CHAPTER 1 INTRODUCTION | 第18-22页 |
| ·Study Overview | 第18页 |
| ·Problem Statement | 第18-19页 |
| ·Study Objectives | 第19-20页 |
| ·Scope of Work | 第20-21页 |
| ·Study Outline | 第21-22页 |
| CHAPTER 2 GENERAL SITUATION OF HAIZHOU OPENCAST COAL MINE IN FUXIN CITY | 第22-37页 |
| ·General | 第22-23页 |
| ·General Description of Study Area | 第23页 |
| ·Geological Conditions of Study Area | 第23-29页 |
| ·Stratum | 第23-24页 |
| ·Lithology | 第24-25页 |
| ·Geological Structure Characteristics of the Study Area | 第25-27页 |
| ·Weak layer Characteristics in E24 Profile Slope Area | 第27-29页 |
| ·Hydro-geological Conditions in Study Area | 第29-31页 |
| ·Hydro-geological Parameters –Aquifers | 第29-31页 |
| ·Slope Deformation Summary and Analysis | 第31-37页 |
| ·North Slope Deformation Failure Characteristics and History | 第31-32页 |
| ·North Slope Deformation Failure Mechanism Analysis | 第32-33页 |
| ·Boundary Conditions of North Slope Deformation-Slippage Geo-mechanical Model | 第33-34页 |
| ·Mechanical Parameters of North Slope Deformation-Slippage Geo-mechanical Model | 第34-37页 |
| CHAPTER 3 SUMMURY OF SOIL SLOPE STABILITY ANALYSIS METHODS | 第37-59页 |
| ·General | 第37页 |
| ·Fundamentals of Slope Stability Analysis | 第37-38页 |
| ·Limit Equilibrium Analysis Methods | 第38-50页 |
| ·Limit Equilibrium Assumptions | 第38-39页 |
| ·Limit Equilibrium Methods | 第39页 |
| ·Limit Equilibrium Method Procedure | 第39-40页 |
| ·Methods of Slices | 第40-41页 |
| ·Soil Strength Parameters | 第41-42页 |
| ·Factor of Safety Methods | 第42-43页 |
| ·Limit Equilibrium Methods of Factor of Safety | 第43-48页 |
| ·Others Methods | 第48-50页 |
| ·Numerical Methods | 第50-55页 |
| ·Numerical Modeling | 第50-51页 |
| ·Finite Element Method and Calculation of Stability | 第51-52页 |
| ·Finite Element Analyses for Safety Factor Computations | 第52-53页 |
| ·Finite Element Stress-Based Method in Slope Stability Analysis | 第53-54页 |
| ·Stability Factor of Slope | 第54-55页 |
| ·Computer Programs for Stability Analyses | 第55-59页 |
| ·SLOPE/W Computer Program | 第56-57页 |
| ·SIGMA/W Computer Program | 第57-59页 |
| CHAPTER 4 STATEMENT OF E24 PROFILE SLOPE STABILITY ANALYSES | 第59-79页 |
| ·Limit Equilibrium Stability Analysis | 第59-74页 |
| ·Method Used for Safety Factor Computations | 第59-60页 |
| ·Software Used for Safety Factor Computations | 第60页 |
| ·Load Conditions - Soil Property Values | 第60-71页 |
| ·Critical Slip Surfaces | 第71页 |
| ·Suggested Factor of Safety | 第71-72页 |
| ·Long and Short Term Stability –Material Strength Parameters | 第72-74页 |
| ·Tension Cracks - Groundwater Conditions | 第74页 |
| ·Numerical Analysis Method | 第74-79页 |
| ·Finite Element Stress-Based Method | 第74-75页 |
| ·Numerical Modeling Process | 第75-79页 |
| CHAPTER 5 RESULTS AND DISCUSSIONS | 第79-102页 |
| ·General | 第79-80页 |
| ·Results of Limit Equilibrium Methods | 第80-88页 |
| ·Values of Critical Factors of Safety with 8# and 9# Weak Layers | 第81-82页 |
| ·Values of Critical Factors of safety with 8# Weak Layer | 第82页 |
| ·Values of Critical Factors of Safety with 9# Weak Layer | 第82-88页 |
| ·Results of Finite Element Stress Based-Method | 第88-97页 |
| ·Limit Equilibrium Methods | 第88-89页 |
| ·Finite Element Stress-Based Method | 第89-97页 |
| ·Discussions | 第97-102页 |
| ·Limit equilibrium analysis | 第97-99页 |
| ·Finite Element Stress-Based Method | 第99-102页 |
| CHAPTER 6 CONCLUSIONS AND RECOMMENDATIONS | 第102-106页 |
| ·Conclusions | 第102-104页 |
| ·Recommendations | 第104-106页 |
| REFERENCES | 第106-121页 |
| APPENDICES | 第121-136页 |
| Abstract | 第136-138页 |
| 摘要 | 第138-143页 |
| Dedication | 第143-144页 |
| Acknowledgements | 第144-145页 |
